Elastic stability of all edges simply supported, stepped and stiffened rectangular plate under biaxial loading

DOI10.1016/J.APM.2013.06.028zbMath1427.74107OpenAlexW4205487246MaRDI QIDQ1991360

Sundaramoorthy Rajasekaran, Antony John Wilson

Publication date: 30 October 2018

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2013.06.028

zbMATH Keywords

eigenvaluefinite difference methodcritical loadsbuckling coefficientstepped platesstiffened plate

Mathematics Subject Classification ID

Plates (74K20) Bifurcation and buckling (74G60) Finite difference methods applied to problems in solid mechanics (74S20)

Related Items (1)

Comparisons of matched interface and boundary (MIB) method and its interpolation formulation for free vibration analysis of stepped beams and plates

Cites Work

• Elastic stability of all edges simply supported, stepped and stiffened rectangular plate under uniaxial loading
• Exact solutions for buckling and vibration of stepped rectangular Mindlin plates
• Variational finite difference approach to buckling of plates of variable stiffness
• Elastic stability of plates with varying rigidities
• Elastic stability of varying thickness plates using the finite element method
• Buckling of plates with different end conditions using the finite strip method

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